Search found 151 matches
- Wed Aug 23, 2017 4:28 am
- Forum: OpenSees.exe Users
- Topic: How to apply cyclic load on shallow foundation in OpenSees?
- Replies: 3
- Views: 4985
Re: How to apply cyclic load on shallow foundation in OpenSe
dasgovind wrote: > Hello. Thanks for replying. I have applied a pulse of 100000 cycles "timeseries pulse > 1 0 100000 -factor 70". Is there anything regarding Rayleigh damping. ? I have not > applied any Rayleigh damping. Hi, It seems you have not specified any period for the applied pulse...
- Sun Aug 20, 2017 7:45 am
- Forum: OpenSees.exe Users
- Topic: How to apply cyclic load on shallow foundation in OpenSees?
- Replies: 3
- Views: 4985
Re: How to apply cyclic load on shallow foundation in OpenSe
Hi,
Kindly check the duration of your applied pulse. Does your applied cyclic load continue beyond 1000 sec? If no, then it is natural to have more or less constant value, since BNWF has dampers attached.
Kindly check the duration of your applied pulse. Does your applied cyclic load continue beyond 1000 sec? If no, then it is natural to have more or less constant value, since BNWF has dampers attached.
- Wed Aug 02, 2017 9:45 am
- Forum: OpenSees.exe Users
- Topic: nDmaterial ManzariDafalias in version 2.5.0
- Replies: 4
- Views: 5368
Re: nDmaterial ManzariDafalias in version 2.5.0
Hi,
I have not myself used ManzariDafalias model earlier and hence it is not possible for me to tell you something definitive. In that case I think it is better to contact Prof Arduino.
Good luck.
I have not myself used ManzariDafalias model earlier and hence it is not possible for me to tell you something definitive. In that case I think it is better to contact Prof Arduino.
Good luck.
- Wed Aug 02, 2017 5:23 am
- Forum: OpenSees.exe Users
- Topic: nDmaterial ManzariDafalias in version 2.5.0
- Replies: 4
- Views: 5368
Re: nDmaterial ManzariDafalias in version 2.5.0
Hi,
Please refer to change log (http://opensees.berkeley.edu/OpenSees/changeLog.php) for the difference. It says:
"ManzariDafalias updated wth new staggering method and line search algorithms by P. Arduino (UW) ".
Hope this clarifies the issue.
Please refer to change log (http://opensees.berkeley.edu/OpenSees/changeLog.php) for the difference. It says:
"ManzariDafalias updated wth new staggering method and line search algorithms by P. Arduino (UW) ".
Hope this clarifies the issue.
- Thu Jul 27, 2017 6:22 am
- Forum: OpenSees.exe Users
- Topic: A new OpenSEES model tool named OSLite
- Replies: 40
- Views: 23784
Re: A new OpenSEES model tool named OSLite
Dear Zackchen,
Thanks a lot for the source code uploaded.
It would be of great value, to have the INSTALLATION instructions in English for Non-Chinese users like me.
Thank you once more for your very useful contribution to the community.
Best Wishes.
Thanks a lot for the source code uploaded.
It would be of great value, to have the INSTALLATION instructions in English for Non-Chinese users like me.
Thank you once more for your very useful contribution to the community.
Best Wishes.
- Wed Jul 26, 2017 7:25 am
- Forum: OpenSees.exe Users
- Topic: A new OpenSEES model tool named OSLite
- Replies: 40
- Views: 23784
Re: A new OpenSEES model tool named OSLite
Dear Zackchen, I searched GitHub for the source code of your beautiful program OSLite, as you informed earlier about its posting during June, 2017. But I could not find it there. I am eagerly waiting for Linux version of your very useful software or for the source code with compile instructions. Hop...
- Fri Jul 21, 2017 2:59 am
- Forum: OpenSees.exe Users
- Topic: question about 2D soil modelling
- Replies: 5
- Views: 5636
Re: question about 2D soil modelling
mahsashamsaei wrote: > thank you for your answering > i use nd material when i analyzed stage 0 and dynamic analyze, converges > can i ignore update stage 1 or ignore gravity analyze? > > i have another question > i model pipe line with nonlinear beam column with unixial material steel 02 > when i a...
- Tue Jul 18, 2017 4:58 am
- Forum: OpenSees.exe Users
- Topic: question about 2D soil modelling
- Replies: 5
- Views: 5636
Re: question about 2D soil modelling
Does it converge without updating the material stage? If it does not, then please check your model, particularly the BCs. If you use InitialState Wrapper material, take care that you use the material tag corresponding to the initialState Wrapper and not the tag for original nDMaterial, while updatin...
- Tue Jul 18, 2017 4:51 am
- Forum: OpenSees.exe Users
- Topic: energy dissipated through Rayleigh damping
- Replies: 2
- Views: 3382
Re: energy dissipated through Rayleigh damping
Hi, This might not be an exact response to the question. However, it is possible to determine the Damping ratio by measuring the area within a particular hysteretic loop. For this, (a) one may use an element recorder to record the (shear) stress and (shear) strain and (b) then calculate the area wit...
- Thu Mar 30, 2017 11:30 am
- Forum: OpenSees.exe Users
- Topic: How to use PVDRecorder (Version 2.5.0. Release Tag 6236
- Replies: 15
- Views: 18900
Re: [Solved] How to use PVDRecorder
Hi all, Finally I could locate the problem. I was using the unncessary input argument 'material' in the command. An example of correct command would be: recorder pvd $fileName <disp> <vel> <accel> <eleResponse stress > recorder pvd $fileName1 <disp> <vel> <accel> <eleResponse strain> To repeat, note...
- Thu Mar 30, 2017 11:16 am
- Forum: OpenSees.exe Users
- Topic: Soil structure interaction
- Replies: 1
- Views: 2735
Re: Soil structure interaction
Hi, As I understand your question, you are interested in frequency domain analysis of soil-structure interaction which is valid only in Linear soil-structure system. On the other hand OpenSees is designed/tailored for time domain analysis of non-linear soil-structure system, to be useful in performa...
- Mon Mar 27, 2017 11:08 pm
- Forum: OpenSees.exe Users
- Topic: How to mark a previous topic as "[SOLVED]" ?
- Replies: 2
- Views: 3516
Re: How to mark a previous topic as "[SOLVED]" ?
Dear fmk,
Thanks for your reply.
Warm regards.
Thanks for your reply.
Warm regards.
- Sun Mar 26, 2017 8:29 am
- Forum: OpenSees.exe Users
- Topic: How to mark a previous topic as "[SOLVED]" ?
- Replies: 2
- Views: 3516
How to mark a previous topic as "[SOLVED]" ?
Dear All,
I wonder if there is a way to mark a previous topic as "[SOLVED]" by editing the title.
I think, once solved, it is useful to mark so. This will be useful in avoiding posts partially repeated/related to earlier posts. Such provision exists in many other forums.
Regards.
I wonder if there is a way to mark a previous topic as "[SOLVED]" by editing the title.
I think, once solved, it is useful to mark so. This will be useful in avoiding posts partially repeated/related to earlier posts. Such provision exists in many other forums.
Regards.
- Wed Mar 22, 2017 8:47 am
- Forum: Framework
- Topic: Proposal to Implement Scaled Boundary FE Method in OS
- Replies: 1
- Views: 3518
Re: Proposal to Implement Scaled Boundary FE Method in OS
Hi all,
May I have some advice from my learned forum members?
Any comment depicting the strength/weaknesses of the proposal and suggestions thereon will be highly appreciated.
Thanks and regards.
May I have some advice from my learned forum members?
Any comment depicting the strength/weaknesses of the proposal and suggestions thereon will be highly appreciated.
Thanks and regards.
- Sun Mar 19, 2017 8:03 am
- Forum: Framework
- Topic: Proposal to Implement Scaled Boundary FE Method in OS
- Replies: 1
- Views: 3518
Proposal to Implement Scaled Boundary FE Method in OS
Dear fmk and all, I would like to implement Scaled Boundary Finite Element method (SBFEM)[Wolf, 2003; Wolf and Song, 2000; Song and Wolf, 1996] in OpenSees. As is well known, SBFEM combines the advantages of FEM and Boundary Element Method (BEM), while disadvantages of both are avoided. This method ...